[1]杨增科,黄炜,张敏.基于不同保温形式装配式复合墙抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),2018,50(01):51-56.[doi:10.15986/j.1006-7930.2018.01.009]
 YANG Zengke,HUANG Wei,ZHANG Min.Experimental study on aseismic performance of assembly type composite wall based on different heat preservation forms[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2018,50(01):51-56.[doi:10.15986/j.1006-7930.2018.01.009]
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基于不同保温形式装配式复合墙抗震性能试验研究()
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西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
50
期数:
2018年01期
页码:
51-56
栏目:
出版日期:
2018-03-15

文章信息/Info

Title:
Experimental study on aseismic performance of assembly type composite wall based on different heat preservation forms
文章编号:
1006-7930(2018)01-0051-60
作者:
杨增科12黄炜2张敏2
(1. 河南理工大学 土木工程学院,河南 焦作 454000 ;2. 西安建筑科技大学 土木工程学院,陕西 西安 710055 )
Author(s):
YANG Zengke12 HUANG Wei2 ZHANG Min2
(1. School of Civil Engineering, Henan Polytechnic University, Jiaozhuo 454000, China; 2. School of Civil Engineering, Xian Univ. of Arch. & Tech., Xian 710055, China)
关键词:
装配式复合墙结构拟静力试验抗震性能分析
Keywords:
Prefabricated composite wall structure Pseudo static test Seismic performance analysis
分类号:
TU352.1+1
DOI:
10.15986/j.1006-7930.2018.01.009
文献标志码:
A
摘要:
我国城市建筑即将施行75%的第四步节能标准,而围护结构的能耗是建筑节能的主控部品,本文通过1榀标准装配式复合墙体试件和3榀不同保温形式(保温砂浆外保温、XPS夹心保温、发泡水泥外保温)处理的节能装配式复合墙体试件的抗震性能试验,分析了带有保温功能的装配式复合墙体的受力机理,通过与普通装配式复合墙进行对比,重点研究了设有保温层的装配式复合墙体的受力特点和破坏机制,分析了承载力、强度退化、延性、刚度退化、滞回特性和耗能等抗震性能,为装配式复合墙结构的建筑、结构保温一体化的工业化推广提供依据
Abstract:
75% energy efficiency standards will soon be implemented in urban buildings in China. The energy consumption of the enclosure structure is the main control part of the building energy efficiency. Through a seismic performance test, the wall specimens of one standard wall specimens and three different insulation forms were compared. The author analyzes the mechanism of four kinds of prefabricated composite wall. This paper focuses on the mechanical characteristics and failure mechanism of thermal insulation composite wall. The seismic behavior of the wall is analyzed, including its bearing capacity, strength degradation, ductility, stiffness degradation, hysteretic behavior and energy dissipation. The analysis, it provides the basis for the industrialization promotion of the insulation and bearing integration of fabricated composite wall structure

参考文献/References:

[1]张泽平,李珠,董彦莉. 建筑工程保温节能墙体的发展现状与展望. 工程力学[J]. 2007(2):121-128.

ZHANG Zeping. LI Zhu. DONG Yanli. The development status and prospect of thermal insulation wall of building engineering. Engineering mechanics[J]. 2007(2):121-128.

[2]刘革. 高效耐久保温复合墙的结构与节能一体化技术与性能[D]. 哈尔滨:哈尔滨工业大学,2012.

LIU ge. The structure and energy efficiency of high efficiency and durable insulation composite wall[D]. Harbin:Harbin Institute of Technology, 2012.

[3]密肋壁板轻型框架结构课题组.密肋壁板轻型框架结构理论与应用研究[R].西安:西安建筑科技大学,2000.

Light frame structure study group. Research on the theory and application of light frame structure of dense rib board [R]. Xi′an:Xi′an Univ. of Arch. & Tech. ,2000.

[4]杨增科,黄伟.夹心保温复合墙结构施工过程的研究[J]. 地球科学与工程.2015,8(6),1209-1214.

YANG Zengke, HUANG Wei. Research on construction process of eco-composite wall structure[J]. International Journal of Earth Sciences and Engineering,2015,8(6):1209-1214.

[5]黄炜.密肋复合墙体在拟动力试验下的抗震性能研究[J].西安建筑科技大学学报(自然科学版),2007,26(3):49-56.

HUANG Wei. A study on the seismic performance of the composite wall in the proposed dynamic test [J]. J. Xi′an Univ. of Arch. & Tech .(Natural Science Edition), 2007,26(3):49-56.

[6]姚谦峰,黄炜,田洁. 密肋复合墙体受力机理及抗震性能试验研究[J]. 建筑结构学报. 2004,25(6):67-74.

YAO Qianfeng, HUANG Hui, TIAN Jie. The study on the stress mechanism and aseismic performance of the composite wall of the laminates [J]. Journal of Architectural Structure, 2004 ,25(6):67-74.

[7]张程华,黄炜. 基于复合材料力学的生态复合墙体研究[J]. 工程力学. 2012(8):249-254.

ZHANG Chenghua, HUANG Wei. Research on ecological composite wall based on composite material mechanics [J]. Engineering mechanics. 2012(8):249-254.

[8]黄炜.密肋复合墙体抗震性能及设计理论研究[J].西安建筑科技大学学报(自然科学版),2005,37(1):29-35.

HUANG Wei. Research on the seismic performance and design of the composite wall of dense rib wall [J]. J. Xi′an Univ. of Arch. & Tech .(Natural Science Edition), 2005,37(1):29-35

[9]王正权,龚延风. EPS保温砂浆配比试验分析[J]. 建筑材料学报. 2005,8(2):90-94.

WANG Zhengquan, GONG Yanfeng. Analysis of the ratio test of EPS insulation mortar [J]. Journal of architectural materials, 2005 ,8(2):90-94.

[10]黄炜.低周往复荷载作用下生态复合墙体抗震性能研究[J].地震工程与工程振动,2013,33(3):155-162.

HUANG wei. Research on seismic performance of ecological composite wall under low cycle load. [J]. Earthquake engineering and engineering vibration, 2013 ,33(3):155-162.

[11]黄炜.不同内填材料的生态复合墙结构地震反应分析[J]. 西安建筑科技大学学报(自然科学版),2013,33(3):155-162.

HUANG Wei. Analysis of seismic response of different internal filling materials in ecological composite wall structures [J]. J. Xi′an Univ. of Arch. & Tech .(Natural Science Edition), 2013,33(3):155-162.

[12]田玉滨,唐岱新. 配筋砌块砌体剪力墙连梁抗震性能的试验研究[J]. 建筑结构学报,2002,23(4):42-47.

TIAN Yubin. Tangdai new. Experimental study on seismic performance of reinforced masonry shear wall with reinforced masonry [J]. Journal of architectural structure, 2002 ,23(4):42-47.

[13]杨增科,黄炜.单轴压缩本构模型研究聚丙烯纤维再生砖[J]. 罗马尼亚材料学报,2016,31(4):299-305.

YANG Zengke, HUANG Wei. Research on uniaxial compression constitutive model of polypropylene fiber recycled brick[J] ,Revisnade la Facultad de Ingenieria,2016,31(4):299-305.

[14]黄炜,张敏.基于可拓识别法的生态复合墙体破坏模式判别[J]. 华中科技大学学报(自然科学版), 2015 ,1(1):20-27.

HUANG Hui, Zhang min. Based on extension recognition method, ecological composite wall failure mode discrimination [J]. Journal of Huazhong University of Science and Technology(Natural Science Edition), 2015 ,1(1) : 20-27.

[15]过镇海,张秀琴,张达成.混凝土应力-应变全曲线的试验研究[J].建筑结构学报,1982(2):1-12.

GUO Zhenhai, ZHANG Xiuqin, ZHANG Dacheng. Experimental study on the full stress-strain curves of concrete [J]. Journal of architectural structure, 1982(2 ) : 1-12.

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备注/Memo

备注/Memo:
收稿日期:2016-10-13修改稿日期:2017-11-14

基金项目:国家自然科学基金项目(51578446;51378416;51378410)

第一作者:杨增科(1983-),女,博士生,讲师,主要从事装配式复合墙结构村镇住宅优化整合设计研究. E-mail:yangzengke2006@sina.com
更新日期/Last Update: 2018-03-15